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Home My WebLink AboutW-38580310 CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUE S. RENTON, WA 98055 D - o�C z FIRE HYDRANT SHALT_ BE COREY -TYPE EQUAL TO IOWA F- X110 OR z z WATER PLAN GENERAL NOTES Standw'd Plan No. 300 � � COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, I'v9UELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICA,._ MARKER 1 MARKER MARK; R w Q JOINT INLET WITH _UGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" � M 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUKJC WORKS HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CIT" OF SEATTLE WITH A STORZ STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STA ARD SPECIFICATMW LATEST EDITION AS AMENDED BY THE a THREADS ADAPTOR, 4.875" SEA 1 RLE 1-HREAD X 5" S I-ORZ, ATTACHED WITH 1/8" STAINLESS ° CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WI VIER CONSTRUCTION STEEL CABLE • 1 1/4" PEN 1 AGGN OPERATING NU 1. F ' HE h YDR AN 1 TO IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SMALL BE HELD PNM TO THE START OF CONSTUXTM. THE CC�iiMaOR � TESTING DETAIL BE PAINTED WITH TWO COATS OF PAINT. KELL"'(-MGORE/PRESERVATIVE ANO OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURII+IG ALL NECESSARY PEft4ITS PRIOR TO CONSTIIUCTION. �, PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR X ±� FT APPROVED EQUAL. PUMPER CONNECTION 'G FACE ROADWAY OR AS 2. ALL EXA'TING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL �Z .0 DIRECTED BY RENTON FiRE DEPARTMENT. FIRE HYDRANT EXTENSION TO o I 0 CALL 1-200-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGMNiNMIG EXCAVATION. ,� BE USED IF REQUIRED. ° 3. ALL MATERIALS USED FOR THE CONSTRUCTION I MIN, 18" TO 20" BEHIND BACK ° ° OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDIARNA6ED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING, BY THE CITY OF RENTON PRIOR TO B� ANY0MATERIALS .---`- I NEW.'. WATER LINE low - OF CURB OR 12" BEIHIND BACK OF 0#41 -SIT E. \�- - - 3' SIDEWALK THAT IS ADJACENT TO TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE CURB MARKER TO INDICATE HYDRANT IS WITHIN 2_U' OF A 4.75" x 5" STORz `- TrwG--PIECE cAs? IRON VALVE Box wlT�l LUG WHICH SIDE OF STREET '4" MAIN TRAVELED STREET THE 4. ALL WATER MAIN PSE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, T� CLASS 52 PIER 1S1 AN1iDC 144. PIPE JOiNTSSMALL BEPUSH-ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON POPE FMVMSMALL BECLASS 2SOAS � !r � 5'x5'x6" THICK CONCRETE PAD AROUND / TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. HYDRANT. FINISH TO MATCH SIDEWALK/ STANDARD 8" TOP SECTION WITH REGULAR BASE HYDRANT IS ON l FROM DOTS OR PAINTED LINE) MARKER IS TO BE INSTALLED ON THAT MAIN STREET "� SECTION i_ENGTH TO FIT. VALVE NUT EXTENSION PER AM/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 34AIL. BLACK, TUBE TYK, \ EXPANSION JOINT AT /- I POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. i VERTICAL CROSS(MJxFL) FOR POLYPIGGING TAPPING TEE LMJxFL) 6 AS REQUIRED. `' BACK OF SIDEWALK % 2' TAPPING GATE VALVE (FL XMJ) 1 -BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG 1 -BLIND FLANGE ON BOTTOM / CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A j--- /` -OR PLANTING STRIP TEMPORARY PLUG (MJ) WITH 2 --INCH TAP i -PLUG MJ WITH 2"TAP & 2" BLOW -OFF ( ) /, STIMSONITE TWO-WAY BLUE REFLECTIVE •..:: , :- .::-.:.. -. :.: • . -. S. UM COVER FROM TOP Of WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE OTiRt OF 10aNCH OR LESS AND 2 --INCH BLOW --OFF ASSEMBLY TEMPORARY BLOCK ,. :. AND 49 W C14ES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXMAUM COVER FOR ALL WATER MAINS SMALL BE 60 INCHIES. CONCRETE BLOCKING ANY DEVIATIONS MUST BE APPROVED BY THE CITY Of RENTON PRIOR TO CONSTRUCTION. WHERE UT"STTY COIIFLjCTS OCCUR, 36" MIN THE PROFILE OF THE WATER MAIN MALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MMNAf U M COVER. COVER _._ -,� � - C. ON C R E E BLOCKING k PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH W MARKER MARKER BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXMNUM DRY DENSITY AS DETERMINED BY THE MOdHED MOCTOR TEST J _ _..._..._..._... _.. .--------------------- METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND IS PERCENT MOD IN UNPAVED J MEAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. � r CONCRETE o o o THRUST BLOCK J.\ - MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACS WITH CITY OF ci 6" GATE VALVE (FL X MJ) AWWA C 509, RESILIENT SEAT `' o RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HOiRIZOMTAL BEPM cv FINAL CONNECTION DETAIL \- s„ DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FI T AM BASE OF HYDRANTS. MEGA -LUGS (OR SIMIILAR PRODUCT') MAY BE REQUIRED ON ALL MECHANK,AL ,KIMM 01 ADDITION TO z ; \ 2-3/4" COR- TEN STEEL TIE RODS, CONCRETE BLOCKING • X 16 " x 8" x 4" M I N I N l M -} -- 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK w CONCRETE BEARING 1' ABOVE BOUT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT F T OUR LANE N E R 0 A, D OFFSET c FI vE l_A N E ROAD OF Ste_ T 7, ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM POOR TO BEING FLUSHED, POLYETHYLENE FILM AROUND TOP AND SIDES OF MARKER TO INDICATE WHICH MARKER TO INDICATE 'WHICH QED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNIDER THE --- -- GRAVEL. SIDE OF STREET HYDRANT IS SIDE OF STREET HYDRANT IS SUPERVISNON OF A CITY OF RENTON UTILITY INSKCTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND MUM PLM, CONPORATRONSTOPS, BLOW -OFF ASSEMBLNES, AND THRUST RESTRAINT j BLOCKING FOR TESTING ANMD PIJRR"TY ACCEPTANCE. NO ; j I NEW D I WATER LINE _ ...� _-. t........ , o �- . . ON (4" FROM D0TS OR PAINTED LANE DIVIDER) ON (4" FROM DOTS OR PAINTED LANE DIVIDER) COi!MINECTLpN SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN Elq!TTIRiG MAIN UNTIL � I E_ i H L-----H_YD R A S E M B L Y THE NEW RPM HAS KIN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND FLINTY Tilil'MiG. -<.__ _. LEVEL ALL GROUND LEVEL ALL GRUUND HYDRANT MARKERS MIN 3' RADIUS S. NEW WATER MAINS INCLINING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ASM WORKING AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING - MIN 3' RADIUS PRESSURE WITH A MMNMIAUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSLJRE DROP DURMIIG AND DISINFECTION, REMOVE TEM P OR A Y BLOCK & BLOW -OFF THE ENTIRE TEST PEMOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST THE LINE SMALL BE FLUSHED ► . , ANO THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTNriG BY THE PUBLIC WORKS INSPECTOR. AND CONNECT TO VALVE WITH D.I . SLEEVE (M J; & D .. SPOOLS FINAL CONNECTION BY CITY FORCES 1 ONE MAN ROCK -� 9. TME CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WAG NOTES: 1 • TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR 6 1 1 _ -1 EPDXY-COATED STEEL. BOLTS AND NUTS SHAL BE COR -TEN. ALL TEES �T 6 7 DAYS PRIOR TO MAKING CONNECTXMS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL E) P= THE 0057Mit' WATER AND VALVES SHALL BE WATER TESTED BEFORE TAP - " / MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FfTTVM FOR 2• NO SI7E ON SIZE TAPS ON CAST-IRON WATER L-INES. TAP SHAT__(_ BE AT LEAST 2" SMALLER DIAMETER THAN THE MAIN. 6" CONCRETE PAD 6" CONCRETE PAD THE FINAL CC11i0111iECTNON. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROIIWE SHORM AM ALL MATERIALS REQUIRIED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE EXISTING 3• NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY �: '•' CONTRACTOR SMALL PROVIDE ANO INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORAMON. SPEER TAP OR s SUPERIOR TAPPING INC. -- -- 4w 5. CONTRACTOR SHALLL OLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW �,�1 T �; �� LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING ) RAISED PAVMENT MARKER TYPE 88 AB STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE r �77 � I I T.. I r l r- �..-1 Y 1.) � l A I V ] 1 C� � � A, ; I C � N IN 1 � � t._I E � I- � � STIMSONITE TWO WAY (BLUE) TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. ---- ......------------------------------- .._._.. - ----------------------..-._- ---------- -- - _._ - - --- - --____-____- ..............._... - NTS WATER aWffik WM NTS ' NTS N COR PLAN 300.1 - TN+ COIR Pl l 30.1- F DRANTAS%i&Y COR 310.3 - LAYaffT' 11-1 /'4° BEND 22-1/2* BEND 45" BEND CAP TEE 90` BEND E THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR COMPACT SAND COMPACT SAND & GRAVEL FIRM SILTY SAND I 90° 1 45° BEND 11 1 /4* 90, 45' BEND 11 11/4* 90' 45' BEND 11 1/4' IFITTING BENDI TEE. CAP OR PLUG & 22 1/2" BEND TEE CAP OR PLUG & 22. 1/2° BEND TEE CAP OR PLUG & 22. 1/2.` BEND BEND BEND `� 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 �5 6" 13.3 9.4 9.4 3.8 6.7 4,7 4.7 1.9 5.0 3.5 3.5 1,4 AJ 8" 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 &. 12" 53.037.5 37.5 15.0 126.5 118.8 1 18.8 1 7.5 120.0 14.0 1 14.0 5.6 I AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". i 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH I MIN. HF'GHT OF THRUST BLOCK (FT) = O.D. PIPE 1.0' , I P, pls THRUST BLOCK BEARING AREA REFERS TO THE 1 FACE OF BLOCK MEASURED IN SQUARE FEET NOTES; 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL_ TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER, 2. ALL BLOCKING SH,ALL BE POURED !N PLACE AGAINST UNDISTURBED NATIVE GROUND. NTS 2. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING wTum) SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL. COMPRESSIVE STRENGTH, 4, ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2"). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. �+ IN COMPLIANCE WITH CITY OF RENTON STANDARDS/ l �iww�fU Dais: f%rmNTS ""�- COW>E7E NTS NTS BY: Dais: Dais: %0%j" THM � � NOT NOT lJ� IBY: CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUE S. RENTON, WA 98055 D - o�C o < z z C � Z z w NUK z m m M P° A R C H I T E C T S Cl) 0 WEAVER ARCHITECTS, INC. M,d C > ' 141 1 FOURTH AVENUE, SUITE 810CD 0 N SEATTLE, WASHINGTON 98101 J P. 206.262.9622 c CD � ' F. 206.262.9507 Cn Z W All reproduction & intellectual property rights reserved c 2014 C* 911 Western Ave Suite 420 Seattle, WA 98104 p, 206.725,1211 f. 206.973.5344 engineering p11cwww.Ipdengineering.com A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com Professional seal J. ,per ov 'WA 30766�q p CIsTEw�, AE ��`�SIDNA L mrlww No. Issue Description Date 1 PERMIT SET 5.08.15 2 FIRE ACCESS DRIVEWAY 6.12.15 3 ZL PERMIT REVISIONS 8.31.15 4 CONSTRUCTION DOCUMENTS 9.15.15 5 TESC 9.25.15 6 &PERMIT REVISIONS 10.07.15 Drawn by: JLC Reviewed by: UP 0 Project No: 06071-2015-01 UTILITY DETAILS Original drawing is 22" x 34". Scale entities accordingly if reduced 0 AB IL) ■ C06 X385803 C 0 ; A3 16 D n 0 M En tTj �Cn �> q O O �Z w 00 D n 0 M En